Mechanical Model for Shear Friction Capacity of Concrete at Construction Joints

This study examined the reliability and limitations of code equations for determining the shear friction strength of a concrete interface with construction joints. This was achieved by examining the code equations (ACI 318-14, AASHTO, and fib 2010) and comparing the results predicted by equations wi...

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Bibliographic Details
Main Authors: Seung-Jun Kwon, Keun-Hyeok Yang, Ju-Hyun Mun
Format: Article
Language:English
Published: Wiley 2018-01-01
Series:Advances in Materials Science and Engineering
Online Access:http://dx.doi.org/10.1155/2018/9264503
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